Fly ash
Hydrated lime
Calcium chloride
All the above
D. All the above
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
0.207 l
0.25 l
0.293 l
0.333 l
Magnesium oxide
Iron oxide
Alumina
Lime
Clay
Sand
Gravel
None of these
10 mm
15 mm
25 mm
13 mm
Dry
Earth moist
Semi-plastic
Plastic
Volume stability
Strength
Water resistance
All the above
Cement
Aggregates
Water
All the above
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Soffit level
Window sill level
Floor level
All the above
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
Weakness of concrete
Excessive laitance
Segregation
All the above
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
2 %
4 %
6 %
8 %
Upper part of the beam
Lower part of the beam
Center
Anywhere
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Very fine sand
Fine sand
Medium sand
Coarse sand
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)